A simple numerical method is proposed for analyzing nonlinear bending of beams. The success of the application of this method to the nonlinear problems is demonstrated by two examples: (1) a cantilever beam with a concentrated load at the free end, and (2) a simply supported beam subjected to a nons
β¦ LIBER β¦
Non-linear bending of beams with uniformly distributed loads
β Scribed by T.M. Wang
- Publisher
- Elsevier Science
- Year
- 1969
- Tongue
- English
- Weight
- 386 KB
- Volume
- 4
- Category
- Article
- ISSN
- 0020-7462
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The present paper studies a strategy for the active non-linear control of the oscillations of simply supported buckled beams, in order to mitigate the e!ects of dynamic loading on the vibration amplitudes and prevent dangerous instability phenomena. First, an analysis of the symmetric non-linear beh